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HomeMy WebLinkAbout2106 Magnolia AvePLEASE CALL NAN V 4A07 468-1010 WHEN READY. .l>D CITY OF SANFORD PERMIT APPLICA IO THANKS Application N: ' / / Submittal Date: Job Address: �C/ TIO IAve,,Value of Work: $ Parcel ID' Zoning: Historic District: Remove & Replace Size for Size i3"jhJa4,S(� 40p. Square Footage: Description of Work: Permit Type: Building Cl Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑- Commercial ❑ Industrial ❑ # of Gas Lines Plumbing Repair -Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) .................................................................................................................. Property Owner: I tah&j f9'n,�'11�1'� Contractor: LOWE' S HOME CENTERS INC Address: r lrre Address: 4948 TELLSON PL ORLANDO FL 32812 Phone:l4CL-1:9J,9—W6T E-mail: Bonding Company: Address Architect/Engineer: Address: PhoneL167 4i 10 State License Number: CGC 15 0 8 4 1 7 Nlortgage�Lender: Address: Phone: Fax: Plan Review- Contact Person: Nan Hn1mes Phone4 W 6ax: 407296-296-0— E-mail: EHolme-a-7-73-@a-al.com Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be.secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT,: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts state agencies, or federal agencies. ceptance of permit is rification that I will noti the owner ofthe property o e requirements of F rida Lien Law, FS 713. j� jai,rte— 71Z/o-7 ignature of Owne A nt Date Sign;t;.re4�otractor gent Date Notary -State of Florida Date I'10f "O-Notuy Pu* SWI Of FlmW Nan Howes: * *,� Comn►isabn Q05Af1T4 �' Ower/Agent is re a ✓ Produced ID DOut s GGP.nS� APPROVALS: ZONING: Special Conditions: Rev 07.07 UTIL: FD: EXPIRES: February 25, 2011 FI. Nowt' Discow Assoc. Co. Contractor/Agent is _ Personally Known to Me or Produced ID 41 ®� ENG: BLDG: This Instrument Prepared By: Nan Holmes NAME: Lowe's Home Centers, Inc. 6ioitz* 1657 3780 Orlando Drive Sanford, FL 32773-5614 Permit No. NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF ORANGE I1111IIill liIll 11Ill IIill itIll lIill 11Ili itIll lIIll IiIlilIll MARYANNE MORSE} CLERK OF CIRCUIT COURT SEMINOLE COUNTY BN 06746 Pg 0460; (Ipg) CLERK'S # 2007006735 RECORDED 07/0/5007 01:38:57 PM 4� RECORDING FEES 10,00 ® C,N 4, RECORDED BY H DeVore .�v4`� S. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in a6cordanc0v c1� with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. O% n s G PARCEL ID: 3(o-1q"30-3Ud-OLOL10--0000 %N 9 (• 1. Description of Property: LOT St c 7W 10l S INt 3 O E 160 F+ op N Or7 OP Plat Boo ks'2Ifo 12-• a T ' ot- N�Y ��-I of NE /y Of' SE Y PUBLIC RECORDS OF Seh'►1 hole COUNTY, FLORIDA. (Les.; ROO 2. General Description of Improvement: Remove and Replace W lro CWS � -W . Owner Information: Ah C W f lA ln*i h$ G n 2 -lot., Mal nol i q Ave .Sojrzferd, t -L 3277-1 Interest in Property: Name of Fee Simple Titleholder: 4. Contractor: Lowe's Home Centers, Inc. 3780 Orlando Drive Sanford FL 32773-5614 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: Peter Anthony Cafaro III Lowe's Home Centers, Inc. 4948 Tetlson Place Orlando FL 32822-2581 8. In addition to himself, Owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement` (the expiration is date is I year from the date of recording unless a different da�e is specified) �7 4, ' (Owners Printed Name) The foregoing instrument was acknowledged before me this day to 12P)10rT Saih� r d By Ancie k,,+ire t ISS:4 Who is ersonally known to me/ who produced As identification/and who did no a oath. r NOTARY PUBLIC Niah f-to))Y1QS Notary Public State of Florida Nan Holmes MY Commission DD501774 ., Expir`es" 01/09/2010 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Nan Holmes, Mindy Holmes, Raymond Holmes and Jackie Caines, a permit service for Lowe's, to be my lawful attorney in fact to act for me and apply to _)riI for a permit for work to be performed at a location described as: (Address of Job) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony eafaro II Area Installed Sales Manager Primary State Qualifier CGC 1508417 CCC 1326824 State of Florida County of Orange The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before me this Qday o ,2007. No.public My commission expires nay Notary Public State of Florida ? X Elizabeth A Ronco c° My Commission DD633831 '40F F��� Expires 01 /2812011 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 http://www.scpafl.org/web/re web.seminole_county_title?parcel=3619303000640... 6/17/2007 DA ED.ICEaa",CFA,A: A "PRAISER EMINtiLE dOUNTY FL 1 Too E: RWST sAMFORib4,FC:;:.a2777t-14W 407-665j'SOB 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id : 36-19-30-300-0640-0000 Number of Buildings: 1 Owner: HAWKINSON ANNE K TRUSTEE Depreciated Bldg Value: $125,544 Own/Addr: FBO ANNE K HAWKINSON Depreciated EXFT Value: $0 Mailing Address: 2106 MAGNOLIA AVE Land Value (Market): $26,199 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 2106 MAGNOLIA AVE SANFORD 32771 Just/Market Value: $151,743 Subdivision Name: Assessed Value (SOH): $111,354 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD (2005) Taxable Value: $86,354 Dor: 01 -SINGLE FAMILY Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 06/2005 05800 1241 $100 Improved No WARRANTY DEED 12/2004 05553 0872 $154,500 Improved Yes CORRECTIVE 12/2004 05553 0867 $100 Improved No DEED CORRECTIVE 12/2004 05553 0866 $100 Improved No 2006 VALUE SUMMARY DEED Tax Amount(without SOH): $2,304 CORRECTIVE DEED 12/2004 05553 0865 $100 Improved No 2006 Tax Bill Amount: $1,646 WARRANTY DEED 07/2003 04953 1600 $100 Improved No Save Our Homes (SON) Savings: $658 WARRANTY DEED 06/2003 04906 1288 $110,000 Improved Yes 2006 Taxable Value: $83,638 WARRANTY DEED 03/2003 04756 1383 $55,000 Improved No DOES NOT INCLUDE NON -AD VALOREM CORRECTIVE ASSESSMENTS DEED 01/2001 03986 0773 $100 Improved No WARRANTY DEED 01/2000 03965 1617 $54,400 Improved No WARRANTY DEED 10/1995 02993 1790 $55,600 Improved Yes WARRANTY DEED 05/1979 01225 1812 $33,500 Improved Yes QUIT CLAIM DEED 01/1977 01120 1853 $31,300 Improved No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land SEC 36 TWP 19S RGE 30E E 100 FT OF N Method Units Price Value 70.79 FT OF S 212.37 FT OF NW 1/4 OF NE FRONT FOOT & 1/4 OF SE 1/4 DEPTH 71 100 .000 450.00 $26,199 (LESS RD) BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1974 6 1,245 1,632 1,518 CONC $125,544 $147,266 FAMILY BLOCK Appendage / Sgft UTILITY FINISHED/ 78 http://www.scpafl.org/web/re web.seminole_county_title?parcel=3619303000640... 6/17/2007 11657-hawWinson, anne-6-18-07 (1728x2792x2 tiff) [41 zUU I - U(3- -1 15 14:4t, 4Uf-4.5U-4UbV 'Ibtpf-INSIALLED SALES P 4/4 lrff?r,p 1P. All 0 4. %q 6 "7;, i"; -7 Z P d04 14, 0 41 ut w4 41 F. M CONTRACT# 3 4 17 014;0 jL v, U., CUSTOMEP 4 4 4 4 A17.11. Ill STORE NO. / �7_ 7 A Anows!g A, 4� ST_AT E , zip Cl TELEP E Jk rn CASIO 750 jr) A, STATE cz _zI ' I- TEL DATF LOMVM;; LICENSE cNS& NUMB 7 KP CUSTOMEP STRrU AVORESS /I 4� ST_AT E , zip Cl TELEP E Jk rn CASIO MPt 1 A 4 W I T 49 ;iii4ifF4#* lir Ot :I. I *.I Z V 4, . A, ILI' IL & it 0 STREET SS c,TY STATE Z/, ' Additional Specifications: The Environmental Protection Agency (EPA) has requested that mat_its Lowe's notify Installation customers that a lead based paint hazard may exist in e2wellings built 'Tax prior to 1978. See pamphlet EPA 747-K-99-Wl for detalls. Labor -71 1; 11'e' U- cj C, -Tax /o" Total 7" YNI—t4p• 3, i trM 4: -Ll Ii Pr I! q: i I Ir Work is to commence upon reasonable availability of contreow which is anticipated to be [fill In date]. Estimated rncm0a�lon do* In;1!111 in data]. NOTICE TO CUSTOMER All items listed In this contract and specification sheat(s) are to be Installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments- Extra labor or material incident to installation neoesslialed by defective substructures, superstructure, points of attachment or the moving of fixtures or appliances to be billed at extra cost to customer. DO NOT SIGN THIS CONTRACTeN LC60111111PLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE C T. Y REVERSE SIDE OFTHIS C SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT You HAVE READ, UNDER- STAND AND AGREE T NT yq -AND CONDITIONS FORTH ON THE REVERSE SIDE OF THIS CONTRACT. ENTITLED TO 4F"T-HIS, ONT CT AT THE TIME OF SIGNATURE. WITNESS OU ND(S) AND SEA BELOW THIS DAY OF.. (Seal) -special! 'o Spouse Lit A. I ,k 11657-hawkinson, anne-6-18-07 (1728x2l88x2 tiff) CUU7-06-15 '14:45 407-430-4069 1657-1NSIHLLEU 5HLt5 SSZRI35A LOWE'S HOME CENTERS, INC. SAF 1657 PAGE: 1 DATE: 06/15/07 3780 ORLANDO DRIVE SANFORD FL ORDERED FOR: ANNE HAWKINSON PHONE: (407)430-4060 ADDRESS: 2106 S MAGNOLIA AVE SANFOR FL 32771 PHONE: (407)929-6007 VENDOR NAME: _ CONTACT ADDRESS: PHONE: (352)483-2194 DELAND FL 32720 FAX: (352)483-2567. PROJECT: 205421670 PERMIT LOWES PO; 39970466 LOWES INVOICE: 71710 ASSOCIATE; RICHARD SCOUTEGUAZZA EST DELIVERY: 06/16/07 AR NUMBER: QTY ITEM ITEM DESCRIPTION BIN VEND_PART# COST EXT -COST -------------------------------------------------------------------------------- 1 147142 PERMIT PENT 100.00 100.00 PRETGHT S 0.00 TOTAL $ 100.00 --T- f �I'f45 f�j�Q _- po ' uu 6-1 I 0 . 16 ,1�; P '1/4 I fax00035 (1728x2202x2 mlj) [271 20G5-07-10 14:50 407-343-5417 1652 ISC OFFICE P 27/48 0 Architectural Testing A,xs �.4AiV1AI t�4'`ti4fDA 1411I.S r 97 ST REpCI1tT lte7d.ered to: PELTA W1ND0`rS AND DOORS 2000 Pr OliD,5 Place Gettysburg, pVnsYlvan'a 1732 Report leo.: 49829.07-122-4-A Fest Dates: 03/11/04 Through: 0:130/04 Anal: 10/29/04 Report Date: 11/09/04 Expiration Date: 03130/08 project Summary: ,4rchitectural T,2sting, Inc. (ATI) was contracted by Pella Windows ar d r lass door. The sarnply tested Doors to perform testin; on a Series/Model 10, PZ C sliding g succesSMly met the perfumance requirements for a 5Cs 7-P.25 3 r 82 rating- Test specimen dVscrip41o�+ and results are reported ho�ein Test Specification: The teSi specimen was evaluated in accordance with - A SV A 101/1-5.2-97, Tlolunta,3, SFecif catiat�s for Aluminum,i%inyl {PiT�) and Wood TTindows and Glass DoOrs. Test Speciweu Description: Series(hdodel: 30 Product Type: PVC Sliding Glass Door Overall Size: 7` 11-1181, wide by 6'q--//8" high Panel Size: 4' 0-3/4" wide by 6' 7-1/2" high Daylight Opening Size: 3' R-1/8" .wide by 6' 3" high Screen Size- 4 1" -wide by 68-1/8" high. Finish: All PVC was Whte. Glazing Details: The 3/4" insulating Blass w:as fab�mt(',d ustzzg two sheets f 3115" thick clear temp�r� Gass and steel Interc�¢pt� spacer system. 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T1= 3/4" E®, CRHECiS •__' LY.". ���• �•` - •'Ht = ATf ONENT O1EET6 . 1 .-•: •�.{.: h 11=.ATTAC saff EY OMEM 8Y OTHETS NIL 1/Tr TEMrom G1/6S N DEVA10ER S 1/41 Te+uc PPEER FAsro*R srm SRAffR FOAM QAZM TAPE 1/4" 4A%. �[ SPACE SPACE • /!' 1tBi. BITE 5F3Ht&i 13m 1 9 1 2 3 4 5 5 1 4 G9 AMNG OETNL 1 2 3/4' M OR N:1. 118' TE3FFJiED MASS ®\ � • - ..a7�Q _ ... - Fau aA2wc TAPE ql �1/2' MTpt am TH'S OW spm SPACER IN Tux 1 f{. PLONG DUAlL2 s1�H ma j MOM Y6T W r OF CMNMFN FASTM o F" F'A.+•TEM & NAR. 1C AG WH 3 MHCHORS � PER aE#JM PER EEEVAMM ct)c mmTRATm AT MEM SM 1 .•.':: },'.':l i. ti • : :. >,'.:K +� -+s OM SPACED J" TO r APART. (MIO. = o '1MH. 2X4 P;{. ESC ° •UK 2X4 P.T. ENDS 10 U SCM WH 1 1/4" FyEEO SEALANT 9r SEC7TDN A a 6HZ( P SMAMR RY SECTION � M= RTTIAUW wlu Y:f9 WWO-, 3115• C MCRE[E SCRIEW OMERS scxn 1/I Fm 2 aY OtHFAS otr$Rs SCALE i 2 FSlll ° �+ S 1 1/4• t]tEED mm MkTcn o a nt' 1/4" YAX. RE)HOVED I 1/4S•� _ _ PRA11E W IN (F.W.j SHEH WL 2X4 P.T. 2X4 glA7lm P.T. CK '1 , P.T. _ ` 3 pETJHL 1 ON T � as EillC1S _ a . THIS SHEET 4 i ATEAI3i" ATTA[H1HEM i BY OTHERS 114• M3 8Y OTF; r. SFitll". CON= su OPMON& SILL MOiu f 4 �i - -- - • , FASTENER i ' a" ezwmms t O -aSEALMT BYOTHERS OTHERS MIX 2 THS t a • 7 SECTION tVSWnON1T►WAL I f2 FULL SCAM SCMZ 1/2 FULL .r 2 w 3 N n E ao �} rcl- 0 0 •o w 4-M tax, awn 2.250 4.a�a a4sa 2.m,Sm �—a62s 1�o t.125 � 1.500 J— @AM PM CML 1.444 �- �- 2Mo --. j —T �^ T 1m -I --� D.f�'3 2�p - - 1 aM ,aW 1 m0 QM xm LE OACM MEM 4 5SILE © p 0.034 � 0.4W 4'� �tAW 1.221 o� t.s� a490 aso4 t.o93 p Ogg (i eLuNg HW. ©sTB�!3 tiJ� 1DSUFFEN t, F 14449 UL18 L496 J— i_ 13 S1.4a�re CAP 11 Sr,t� 12 S[A.� 5i1FE�ER - � d ode tit 1248 3 P 3 Florida Building Code Online Page 1 of 4 w'. 7 T P 1 o d U t User: Public User Not Associated with Organization - Application FL4693 Date Submitted: 06/1012005 Code Version: 2004 Product Manufacturer: Pella Corporation Address/Phone/email: 102 Main St. Pella, 1A 50219 (641) 621-1000 Category: Exterior Doors Subcategory: Sliding Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Section Standard Year. Building Code: ANSI/AAMANWWDA 1997 1011I.S.2-97 ANSI/AAMA/NWWDA 2002 101/l.S.2/NAFS-02 ASTM E 1996-02 2002 ASTM E 1996-99 1999 ASTM E 1300-02 2002 ASTM E 1300-02 2002 Certification Agency: Window and Door Manufacturers Association Quality Assurance Entity'. Validation Entity.. Authorized Signature: Joseph Hayden jahayden@pella.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: pclla f—orr) 0- 10- http-./Iwww.floridabuilding.org/pr/pr�_deti.asp?IPT=4693&RV=O&fm=ROSrch 7/24/2005 Florida Building Code Online Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 06/16/2005 Date Approved: 06/29/2005 Date Certified to the 2004 Code: Page G0 Page 1 / 1 Page 2of4 pp/Seq Product Model # or Model Limits of Use # Name Description Designer Series Smart- (411-H-732.01) SGD-050 (2419mm x 4693.1 Sash II Clad Aluminum Clad 426mm). Configurations Contemporary Sliding Sliding Glass of glass conform to ASTM Door Type II Door E 1300-02. Designer Series Smart- (411-H-741.01) SGD-050 (3666mm x 4693.2 Sash II Clad Aluminum Clad 426mm). Configurations Contemporary Sliding Sliding Glass of glass conform to ASTM Door T e III Door E 1300-02. Designer Series Smart- (411-H-741.00) SGD-050 (144in x 96in). 693.3 Sash ff Clad Aluminum Cfad Configurations of glass Contemporary Sliding Sliding Glass conform to ASTM E Door Type III Door 1300.02. Designer Series Smart- (411-H-737.05) SGD-C70 (1829mm x 2426mm). Configurations 4693.4 Sash II Clad French Aluminum Clad of glass conform to ASTM Sliding Door Type II Sliding Door E 1300-02. Designer Series Smart- (411-H-737.03) SGD-C65 (2419mm x 070mm). Configurations 4693.5 Sash II Clad French Aluminum Clad of glass conform to ASTM Sliding Door Type II Sliding Door E 1300-02. Designer Series Smart- (411-H-737.02) SGD-C65 (95in x 82in). Configurations of glass 4693.6 Sash II Clad French Aluminum Clad conform to ASTM E 1300- Sliding Door Type II Sliding Door 02. Designer Series Smart- (411-H-737.01) SGD-C60 (2419mm x 426mm). Configurations 4693.7 Sash 11 Clad French Aluminum Clad of glass conform to ASTM Sliding Door Type 11 Sliding Door E 1300-02. Designer Series Smart- (411-H-737.04) SGD-C70 (72in x 96in). Configurations of glass 693.8 Sash 11 Clad French Aluminum Clad conform to ASTM E 1300- Sliding Door Type I I Sliding Door 02. Designer Series Smart- (411-H-737.00) SGD-C60 (95in x 96in). Configurations of glass 4693.9 Sash II Clad French Aluminum Clad conform to ASTM E 1300- Sliding Door Type II Sliding Door 02. Designer Series (411-H-632.00) SGD-050 (95in x 96in). 693.10 Smart/Sash II Clad Aluminum Clad Configurations of glass Contemporary Sliding Sliding Glass conform to ASTM E 1300 - Door Type 11 Door 02. Wind Zone 3, Missile Level C, Cycle Pressure 70/-70 (95.5in x 81.5in). This product conforms to W rNSI/AAMA/NWDA 1 01/I.S.2-97 with regard http://www.floridabuilding.org/pr/pr detl. asp? I PT=4693&RV=O&fm= ROSrch 7/24/2005 Florida Building Code Online Page 3 of 4 http://www.floridabuiIding.org/pr/pr detl.asp?IPT=4693&RV=O&fm=ROSrch 7/24/2005 o load testing and is supported by WDMA Hallmark certified product Hurricane Shield Architect (411-H-711.02) for AWS. This 4693.11 Series/Classic Clad 1411-H-624 Clad Sliding model was tested for French Sliding Door - Glass Door cycling pursuant to ASTM Type II E 1996-02. Configurations of glass conform to ASTM E 1300-02. Wind Zone 4, Missile Level D, Cycle Pressure +70/-70 (71.5in x 95.25in). This product conforms to NSI, AAMA/NWWDA 101/I.S.2-97 with regard Hurricane Shield Architect (411-H-685.11) to load testing and is 4693.12 Series/Classic Clad Sliding Glass supported by WDMA French Sliding Glass Door Door Hallmark certified product 411-H-655 for AWS. This model was tested for cycling pursuant to ASTM E 1996-02. Configurations of glass conform to ASTM E 1300-02. Wind Zone 3, Missile Level C, Cycle Pressure +55/-55 (95.25in x 95.5in). This product conforms to NSI/AAMA/NWWDA 101/I.S.2-97 with regard Hurricane Shield Architect (411-H-685.05) to load tseting and is 4693.13 Series/Classic Clad Sliding Glass supported by WDMA French Sliding Glass Door Door Hallmark certified product 11-H-655 for AWS. This model was tested for cycling pursuant to ASTM E 1996-02. Configurations of glass conform to ASTM E 1300-02. Wind Zone 3, Missile Level C, Cycle Pressure +60/-60 (2419mm x 070mm). This product conforms to NSI/AAMA/NWWDA (411-H-736.02) 101/I.S.2-97 with regard Hurricane Shield Architect Aluminum Clad o load testing and is 4693.14 Series/Classic Clad Sliding Glass supported by WDMA French Sliding Glass Door Door Hallmark certified product 11-H-624.20 for AWS. This model was tested for cycling pursuant to ASTM E 1996-02. Configurations of glass conform to ASTM E 1300-02. Wind Zone 4, Missile Level D, Cycle Pressure +70/-70 (95.25in x 81.5in). This product conforms to NSI/AAMA/NWWDA http://www.floridabuiIding.org/pr/pr detl.asp?IPT=4693&RV=O&fm=ROSrch 7/24/2005 Florida Building Code Online Page 4 of 4 'I I ............................ Ne. 7 7- t""D, Ca�;yright_ard DiscEaimer; ©2000 The State of Florida. All rights reserved. http://www.floridabuiIding.org/pr/pr_detl.asp?IPT=4693&RV=O&fm=ROSrch 7/24/2005 101/I.S.2-97 with regard o load testing and is supported by WDMA Hurricane Shield Architect (411-H-685.08) Hallmark certified product 411-H-655 for AWS. This 693.15 Series/Classic Clad Sliding Glass model was tested for French Sliding Glass Door Door cycling pursuant to ASTM E 1996-02. Configurations of glass conform to ASTM E 1300-02. Wind Zone 3, Missile Level B, Cycle Pressure +60/-60 (2419mm x 070mm). This product conforms to SNI/AAMA/NWWDA Hurricane Shield Architect (411-H-736.00) Aluminum Clad 101/l.S2-97 with regard to load testing and is 4693.16 Series/Classic Clad Sliding Glass supported by WDMA French Sliding Glass Door Door Hallmark certified product 11-H-624.20 for AWS. This model was tested for cycling pursuant to ASTM E 1996-99. Configurations of glass conform to ASTM E 1300-02. (411-H-734.00) SGD-C35 (96in x 96in). 693.17 Impervia Sliding Door "Block Frame" - Type 11 Fiberglass Sliding Configurations of glass conform to ASTM E 1300- Door 02. (411-H-734.02) SGD-C45 (72in x 82in). 4693.18 Impervia Sliding Door "Block Frame" - Type 11 Fiberglass Sliding Configurations of glass conform to ASTM E 1300- Door 02 Impervia Sliding Door SGD-C60 (72in x 82in). "Block Frame" - Type 11 (411-H-734.04) Configurations of glass 693.19 /High Performance Fiberglass Sliding conform to ASTM E 1300 - Aluminum Panel/Roller Door 02 Retainer Impervia Sliding Door SGD-C45 (96in x 96in). "Block Frame" - Type f f (411-H-733.00) Configurations of glass 693.20 /High Performance Fiberglass Sliding conform to ASTM E 1300- luminum Panel/Roller Door 02 Retainer ............................ Ne. 7 7- t""D, Ca�;yright_ard DiscEaimer; ©2000 The State of Florida. All rights reserved. http://www.floridabuiIding.org/pr/pr_detl.asp?IPT=4693&RV=O&fm=ROSrch 7/24/2005 - Architectural Testing AANL4/WDMA/CSA 101/I.S.2/A440-05 AND ANSUAAMA/NWWDA 101/1.5.2-97 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS 2000 Proline Place Gettysburg, Pennsylvania 173254626 Report No.: 60668.01-122-44 Test Dates: 10/18/05 Through: 10/20/05 Report Date: 02/06/06 Expiration Date: 10/20/09 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Pella Windows and Doors to perform testing on eight Series/Model 10, vinyl single hung windows. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #l: H -R25 1219 x 1829 (48 x 72); Test Specimen #2: H -R35* 1219 x 151.1 (48 x 60); Test Specimen #3: H -R35* 914 x 1511 (36 x 60); Test Specimen #4: H -R40 1219 x 2134 (48 x 84); Test Specimen 45: H -R35 1219 x 2134 (48 x 84); Test Specimen #6: H -R35 1219 x 1829 (48 x 72); Test Specimen #7: H -R40* 914 x 1829 (36 x 72); Test Specimen #8: H -R35* 914 x 1829 (36 x 72). Test specimen description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Specifications: The test specimens were evaluated in accordance with the following: AAMA/WDMA/CSA 101/l.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. ANSUAAMA/NWWDA 101/i.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 10 Product Type: PVC Single Hung Windows 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com 0 s B .. 2 ru 6'— 1 3/4" 48" MAX. FRAME WIDTH (FW.) EXTERIOR ELEVATION NOT TO SCALE TYP. FIN MOUNT FASTENER 2' FROM CORNERS & 10' MAX. O.C. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR FASTENER REOUIREMENTS. m GENERAL NOTES 1. TiiBE WTNDCAI SYSTEMS HAVE TRTT.11, ANALYZED A APPROVED ALLOWABLE DESIGN PRESSURE MAX. FRAME (IN.)1 MAX.[ENFORCEMENT FRAME N((IN) 1l N SASH ALLOWABLE MEETING RAL METING RAIL PRESSURE REINFORCEMENT FORCEMEN (POSMVE NE Mj B 59.5 1 NO NO 35 *36 72 NO NO YES 35 38 72WYESYESS 5 _ 40 2 YES 50 u NO STATE CODE A CHAPTER 99•-72 OEPARIIAENT OF COMMUNITY sHNo YES AFFARS_,FMM 6UIWING CO— SPECIFICATIONS. BY LABELING THE 3) 48 22 YFS YFS WIN!". THE MANUFACTURER CONFIRIAS THAT THE PRODUCT 13 ASSAILED o 48 84 YES 35 48 84 YE5 40 �) WINDOW HAS A MAXIMUM 24' TALL BOTTOM VENT_ I WINDOW WAS A MAXIMUM 36' TALL BOTTOM VENT. 7 WINDOW HAS EAUA_ TOP & BOTTOM vENTs. m GENERAL NOTES 1. TiiBE WTNDCAI SYSTEMS HAVE TRTT.11, ANALYZED A APPROVED FLIT De51aT PRE551A1ES HOT TO CFiO T.HO5E SHOW w THE 'ALLOWABLE DE.9CN1 LOIIIS' TA(DI.E. 2 BILICKINOWAU , OMk BUCEIHG FASTENERS MUST BE pROPERI,Y 10. TO THE BEST OF OUR p1aWlEDGE, THE WINDOWS SHOWN HEI" ARE NSTN.UD P6 TRANSFER l.0AD5 THE O;R7FIE0 OUAUN ASSURED BY A FTDPoDA STATE APPROVED 3. ALL NVWO & A M IN ACCDRE, 51 RE R YATN THESE CERTFTCARON GA EIM A SHALL BE LABFIW N AOCOROANM WITH THE Ess CALLYRMHCE DR Y HOT VARY lW(ESS SPEgFTCALLY MENTIONED ON NarFASVARY STATE CODE A CHAPTER 99•-72 OEPARIIAENT OF COMMUNITY THE DR0*& AFFARS_,FMM 6UIWING CO— SPECIFICATIONS. BY LABELING THE 4. THESE WINDOW SYSTEMS HAVE BEEN DEM*l) IN ACCGRDMCE WRH WIN!". THE MANUFACTURER CONFIRIAS THAT THE PRODUCT 13 ASSAILED t MEE7 THE REOAAREIAENTS OF THE 2004 11ARIDA BUILDING CODE IN ACCORDANCE WITH TRW RESPECTNE W & TESTING REPORTS. LFDC) FOR USE I4 RON-4W VELOCITY HUIRRICANE ZONES. 11. THESE DRAWINGS SNOW ALL APPLICABLE ELEVATION, COMBINATION. a. THESE WINOOWB NAME BEEN TESTED IN ACCOI M MIN AN9/AAW/IIWWMA fat/I,S. 2-97 A MMA/WOW/CSA AW -03 INSTA1ATION & COMPAPYK AN&YSIS CONDITIONS AS DEfERNWIED THROUGH TESTING i ENGINEEF" RATIONAL M&YSIS. WNWN ASS' WY Sad • 'VOI.UN[ARY SPECIFICA.T1t1/� FR1R ALWNINt, VINYL. (PVC) AND WOOD WIDOWS AM ELAS' ODORS.'-E'RENCE' TEST REPM WS. SHAL BE N ACCORDIMCE WITH TNESE ORAWINGS, TAW LHMAIFACTUFEM OI4YDY ASSURANCE SPECIDCATOIS A TESTAS REPORPS. FRAME FRAME ANCHOR REQUIREMENTS TABLE A 62043.01-122-44 BY ARCHDECIURAL TESTING. NC. (AD) AS APFtKABLE TO THESE DRAWINGS 12. IF ANY OEYTATION OCCURS BETWUFDR THE WFORWTION.ON THIS ERAWW A THE PRODUCT LAM- ORAWINM SHALL CONTROL (FX WM' THIS 2 ^i --- 6. TESTS COIf+kM INCLUDE AR INFILTRATION PER ASTM E183, WATER DRAINING WY C(NrAN COMPARATIVE ANAL)5TS ILA40 TABLES 11UT ATJ1W FOR Haim PRESSURES ON MIS SMALISR MAN THOSE TESTED.) FIN SCREWS RESISTANCE PER ASTM E547 VOR EMI, ONFORN LOAD STRUCTURAL PER ASIA EW A FORCED OM PER ASM FW& 13. ALL FRNAE ANCHORS SEL'URM WINDOW/DOOR FFAME M PF43WRE TREATED BURS OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM 7. WTESE WINDOW SYSTEMS ARE NDN-IWPACr;�RATED A MUST BE OR W000 FRAMING %TALL BE CAPABLE OF NESTS M CORROSM CAISED BY THE PRESSURE TREiATINC OOWAS IN TLE WOOD. (SUBST'RA'TE) FASTENER TYPE EMBED EDGE DIST. a�LrTrtTRm FRE PEOIWRFD BY CAVE (( B. ALL WINDOW SIZES SI -ECM AS Al10WA&,f IN THE AILOYNABI,E DESIGt! 14. CERTMITM OF THESE WTNOOWS SIAU. BE CONS11DRED MPD F ANY OF THE FOU,DINNG APPLY: WOOD FRAME OR BUCK 2" X 11 GA- ROOFING NAILS 1 3 4' 1/2' Law Tvw ITAFE OM COMPARED TO THE TESTED UNITS AND ARE I. IF THESE WINDOWS ARE IMAlFD BY ANYONE OTHER THAN A LICENSED CONTRAL:TOR IXPETI114CED WON WINDOW WAt1AT1MM 11 WOOL) FRAME OR BUCK (1) NO. 8 P.H. SMS SCREW I1 i/4! 1 1/2' RESTRIG7ED BY THE OAPA I SIZE (PREM) OF TIE TESTED UNITS. 9. MASS SMI.. BE AS SPECIFIED IN THE OL&M VETAIL(S). GLASS TO BE 2. IF THE WNDORS ARE INSTALLED WOW A FO]AWT FROM DTE APPLICABLE LOCM. BCfk004G DEPARTWENT. 1 P.H. SCREW MAY IE A F.H. SCREW IF USED WITH A WASHER. USED ON ANT' SPECIFIC WINDOW SHALL BE AS REQUIRED BY ASTM E1300-02 TO MEET THE " SPECFA:D WWWW DESIGN PRE55URES 3. IF THE WINDOW INST4WM 5 NBT MSPECIFD EITHER BY THE APP IGABUT LOCI. BUIM14 DEPARTMENT INSAECLOR M ANOTHER FRDFEkiQW LICENSED Tb PERI M NSPECTIDN& m SEALANT BY -- OTHERS FIN FASTENER — PER ELEVATIONS f—EX�RIOR MIN, 20 P.T. BUCK & BUCK ATTACHMENT BY 3/4' I.G. GLASS OTHERS (MAY BE TAPERED) AS REQUIRED BY ASTM E13DO-02 TO MEET JOB 1/4' MAX. REQUIRED WINDOW SPACE PRESSURES 1/2' MIN- BITE E 1 4 EXTERIOR T 4il 7 8 9 10 SEE GLAZING DETAIL ON TYPI( GIJAZING D THIS SHEET ATIVE PANEL BOTTOM RAIL SHOWN; OTHER RAILS & STILES SIMILAR 14 v 2.71a 0.060 LJ 0;17;5 SEE GLAZING 2.710 DETAION 0II II r TN'Tr THIS SHEET .920 .9201 1 FIN FASTENER @FRAME H 6 3 PER ELEVATIONS 1/4 . MAX. SHIM SEALANT BY MIN. 2X4 P.T. BUCK & OTHERS BUCK ATTACHMENT BY pTHERS (MAY BE TAPERED) SECTION SCALE 11/2 FULL 1/4- MAX. SPACE — 1/4- MAX. SPACE FRAME WIDTH (F.W.) 2 5 10 14 GLAZING DETAIL ON J THIS SHEET 5 2 SEC-E11()N ExrERIOR SECTION rc-\ 1l i FULL 2 SCALE: 1/2FULL k_2,) PART 0 1 ITEM DESCRIPTION —2.710 —2.710 o�o O� 0 0.01 6 r 0. 60 0.875 0.920 0.875 0.920 ®FRAME HEAD �ujE JAMB a V FRAME JAMB QERAME Slli 2,710 2.581 0.060 1.325. 0.0 1.250 1.875' 1,330 0.625 t 70 0.825 pC !T� H 1.075 1.436 0060 (--)ACTUE SAS (-r-j'WTIVE SAS TMED 5A�j MAMING RAIL OLE MEETING RAIL *1,325 1.D71 0.060 L-0 .6 651 cs. 0.828 0_ 0O 00r O'D20 6.453d0061.250 0.225 *0.634 T 62 FIXED H AN5 -F fIIMEETING L MEETING LAND All; BEA STILE STIFFENER!b--W @ACTIVE SASH SEE PRESS E TABLE ON SEE PRESSURE TABLE ON SHEET I FOR REQUIREMENTS SHEET I FOR REQUIREMENTS SHM OF USE OF USE �j 2 a F-, 48' MAX FRAME WIDTH (F.W.) 48' MAIC. FRAME 1 48' MAX, FRAME _ )_ 48' MAX. FRAME A WIDTH (F -W,) WIDTH (F.W.) �`--� WIDTH (FW.) IVP. FIN MOUNT FASTENER AT CORNERS & 8' MAX. NAIL N IN ALlATION O.C. SEE 'FRAME ANCHOR /-REQUIREMENTS TABLE' ON L FIN INSTALLATION SHOWN. SEE HE TONAL THIS SHEET FOR FASTENER HOWN. SEE OP1ONAL DETAILS ON SHEEP 2 REQUIREMENTS. DEfiVIS ON SHEET 2 HODS vp OF ItFOR �A!LATION.METHODS v 0 INSTTAELUTIION. W -LOCKS J2 1 D m 2 � 2 �� SEE DETAIL ON SHEET 2 FOR SHEAR SCREW // MOUNTING CONDITION AT MULLION END WHEN WIN DOWS ARE SHEAR SCREW MOUNTED EXTE OR ELEVATION r TO 2r To -SINGLE HUNG WINDOW EXTERIOR ELEVATION NOT TO SCALE ALLOWABLE DESIGN PRESSURE f�F SINGLE HUNG WINDOW UNIT NOT TO SCALE SEE LOAD TABLES ON SHEET 3 SEE SINGLE WINDOW ELEVATION FOR DETAIL NOT SHOWN KAHIM0 U IT NOTES FRAME: ANCHOR REQUIREMENTS TAE3LE FIN SCREWS OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM (SUBSTRATE) FASTENER TYPE EMBED EDGE MST. 2K„ WOOD PitAME OR BUCK NO. 8 x 1 1/2' SMS SCREWS 1 1 4' 1/2- SH R R 2X_ 04000 FRAME OR BUCK N0. 10 SMS SCREW 1 1 4' 3/4 CMU CONCRETE 1 3 16' CONCRETE SCREW t4 1 ' i M CONCRETE SCREWS SHALI. BE ELCO OR ITW RAMSF_T/RED HEAD TAPCONS, HILT I KWIK-CON 11 OR POWERS RAWL TAPPER HARDENED OR SS.). M FIN SCREWS Stall BE S.S. FLAT HEAD SMS S REWS WTJH 1/4' WASHER OR S.S. PAN HEAD SMS SCREWS. LES 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 2. THE MAXIMUM ALLOWABLE PRESSURE FOR A COMBINED UNIT IS RESTRICTED BY THE LESSER OF THE INDIVIDUAL WINDOW ALLOWABLE PRESSURE OR THE ALLOWABLE MUWON PRESSURE. SEE LOAD TABLES ON SHEET 3. 3: 3 -WINDOW UNIT IS SHOWN, ANY NUMBER OF WINDOWS MAY BE MULLED TOGETHER INSIDE ONE FRAME PRONIPING THE UNIT CAN BE SAFELY GENERAL N0 HANDLED WITHOUT DAMAGE. I- THESE WWiM SYMfaa HAVE BEEN TESTED, ANALYZED k APP"O FOR DESIGN PRESSURES NOT TO EXCEED THOSE SIMM w THE a ALL WYOOA 5QFS S IMM AS ALION r 01 THE At1,OWABLE DMVM 'ALla"a DESIGN LOADS' TABLE LOAD TABLE' HAVE BEEN OWNAPARm TO THE TESTED UN" AND ARE 7 RUaGNO. OFOUNDS, t BMl ONQ FASIO4=:W5r BE PMPF%Y RESW=U UT THE 0ANALL SIE (AREA) OF THE TESIED UWTS. INSTALLED TO TRANSFER LOADS 1D THE slPox:ttRlE. 0. GLASS WALL BE AS N 1NE T;lA2RtC DETAII(S). 4!u"S TO BE DRAK3. All. W49SHARDME t FASTENERS SHALL SP w Ll_W R MORT MED ON USW ON ANY SPEOM NNOM SRU, BE AS REVUIREU BY ASTM THE ORANW105. Y NOT VARY UNLESS SP-etGF'IGtLLY YENTxY1EO ON E13w-w TO MEET n@ JOB S'ECF'�7) MiNDOW DESIGN PRESSURM Ia TO THE BEST OF OUR WMM IDLE EHE WMDOwS SNVAN FEIGN ARE 4. MESE M4'MOW SYSIEi1S HAVE BfiH OFSMIIF21 IN ACOOROMME WBH CERiFED MM//OR QUAL" ASSUREDBY A RDWA STATE APPRM k NEST THE REDUREM UM OF THE 2004 FLOAIKIA RADINO CME CERIF7Gt}MN/OA EHDIJ/ R $FAL BE L40MM N ACCORMANM MTM THE (FDC) FOR USE N N061 -HIGH VELOCBY NURIWANE TANTS. STATE CODE Jkt aWTER 80-72 WARTLEM of comumnr B. P*SE WMVS HAVE BEEN TESTED w AOOORAA ct WTM A14 VANDW. INE 1IFA ER AMON WFW TSPEOHAr ME ONS. U T aJNOASS5TIED ALkAW U. VfffOA 10) AN WO IAx.LNTARY SPE(i1 ODO ' N A�M4CE WTM TIER IEBPE M OA k TESTWO Rumor ALlABN1N• VINYL (PVC) AND WOW WWWw' No GLASS U00WS.' .7 • ANCHOR NO(E FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPENING. AF$ 4 FIN SCREWS AT EACH MOUNTED ONTO A CONTINUOUS WOOD SPACER, OR ANCHORED TO A MIN. 2x4 MUWON END AS SHOWN. SEE -FRAME � Y� ASSOA LY n ANCHOR REQUIREMENTS e. TESTS cOMPLLTm 01a1TDE AIt ooi Amw'$FR Asn Ems WAttR r! TABLE" ON THIS SHEET FOR FASTENER tO OR FTN SCREWS St(Al l BE USED. WHEN D11R 1 MOUNTED RESMANCE PER ASTM E547 A/M DN yMFWIM LOAD STRUMUPALQUAIM REQUIREMENTS. OR MOUNTED WITH SPACER. 3/16" CONCRETE SCREWS SHALL BE USED. SEE PER ASPM EM k FOFM 0_ WY' PER ASEM F96a 7. MISE WWWW SYSTEMS AqE MOM 1uPAcr EaTm t uusT BE Z ANCHOR REQUIREMENTS T FOR EMBED REQUIREMENTS. s1R1rtENE0 MtERE REamEip BY t1ODE I i x u-1 8 .7 • ANCHOR NO(E FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPENING. RFFERQM'E TEST REPORT NCS. 01-15021-01, 01-443M."11. 01-4710&M. 01-464,M02. Bt -44887.04 r 01-45OZDT BY 114M ORAMOS S4MW ALL APMXAkE EIEYATION. CW amincK *WA IATKW A COMP A K ANALYSIS tDtra lOVS AS DEMRWED MOUNTED ONTO A CONTINUOUS WOOD SPACER, OR ANCHORED TO A MIN. 2x4 ARC11TMM& 7ESTBM, wC. UTO AS N'OUDABM To 7HM ORAN M5. � Y� ASSOA LY N0, 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED TO A 2x4 BUCK, N0. e. TESTS cOMPLLTm 01a1TDE AIt ooi Amw'$FR Asn Ems WAttR SiNi w � H R D �s tO OR FTN SCREWS St(Al l BE USED. WHEN D11R 1 MOUNTED RESMANCE PER ASTM E547 A/M DN yMFWIM LOAD STRUMUPALQUAIM ASSURANCE sPECIFlG k TES" REPORTS OR MOUNTED WITH SPACER. 3/16" CONCRETE SCREWS SHALL BE USED. SEE PER ASPM EM k FOFM 0_ WY' PER ASEM F96a 7. MISE WWWW SYSTEMS AqE MOM 1uPAcr EaTm t uusT BE 12. IF W "TIM ObC= REMM THE nfOR14I M ON TNS DRAWW x � f—m LIBEL. Mac Om"s SRALL c0Nm0L 0AMPEe TE+w ANCHOR REQUIREMENTS T FOR EMBED REQUIREMENTS. s1R1rtENE0 MtERE REamEip BY t1ODE I FOR w PRESIy� ��sµ4Ll�At RNAM TNUEt TEsrEnj� .7 MIN. 2X4 P.T. BUCL2& 04 uca SEALANT BY BUCK ATTACHMENT BY Ile MAX. FRAME MOTH (F.W. 1/4' MAX. NO. 10 SCREW PER 'FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1. Old OTHERS (MAY BE TAPERED) SPACE SPACE POSITION ANCHORS WITHIN 6' OF FRAME ACTIVE PANEL. MLE IN. 2X4 P.T. BUCK FIN FASTENER REINFORCEMENT (11j GA. CORNERS AND MEETING RAIL ENDS AND SPACE MAX. 16' O.C. IN BETWEEN. & BUCK ATTACHMENT PER ELEVATIONS GALVANIZED STEEL) AS OTEFOORA OTHERS 3 .' REQUIRED BY PRODUCTS , Ile MAX. SPACE: WDMA CERTIFICATIONSIDE JAMB "SFALANE BY1/4rMAX. HEM JAMB DETA� ON GLAZING OTHERSTINS SH ET FRAME NOSE ILOPTIONAL & M/ --SIE GLAZING.BE SCORED &SILICONE _col DETAIL ON SIDE JAMB REMOVEDTHIS SHEET O TO SEAL (REQ 0 Q�/SILL ONLY} ACTIVE PANEL MEETING RAIL REINFORCEMENT i EXTF}210R LUG (IIS GA. GALVANIZED SECTION t -s-\ SECTION O TIONAL SHEAR SCRUM MQUNT DETAIL z N STEEL) AS REQUIRED SCALE; 1/2 FULL_KV SCAIE 1/2 FULL 3 Ta z x 4 WQODf(�UCK ^ BY PRODUCTS WDMA co 10ERTIFICATION FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS t FIXED PANEL(H MEETING RAIL ,, FRAME NOSE IS 3/16` CONCR. SCREW PER "FRAME ANCHO(HEADSECTION SHOWN, SIDES AND SILL SIMILAR) ` REINFOORCEME14T \ tt OPTIONAL & MAY REQUIREMENTS TABLE' ON SHEET 1. POSITION O N BE SCORED (16 GA. \ l�-SEE GLAZING ANCHORS ANCHORS WITHIN 6" OF FRAME CORNERS ANO MEETING 3/16' CONCR. SCREW PER 'FRAME ANCHOR GALVANIZED STEEL) DETAIL ON REMOVED RAIL ENDS AND SPACE MAX. 16' O.C. DR BETWEEN. REQUIREMENTS TABLE' ON SHEET 1. POSITION �$ n AS 'REQUIRE'D BY THIS SHEET r . ANCHORS WITHIN 6' OF FRAME CORNERS AND PRODUCTS WOMA * '"; ' �.• ;;' MEETING RAIL ENDS AND SPACE MAX. 16' O.C. IN CERTIFICATION " ' BETWEEN. CONTINUOUS WOOD Mia18ER LESS z IN SIZE 11iAN A 2X_ BUCK TO BE i StEJ JAMB FIN FASTENER SEALANT BY MIN- 3 1 2" DEEP, NOT REQUIRED ;! .: •.' . PER ELEVATIONS OTHERS WHEN 1 4' OR LESS SHIN SPACE : �. , • r f7EISTS USE SHIMS ONLY}. SILICONE OVER SCREW 1/SHIM EXTERIOR 7�LL OSEAL NLY} (REQ'D SE BY 1/4" Ln SEALANT BY SILICONE OVER SCREW OTHERS OPTIONAL DIRECT IMQ.UNI DMA11. EXTERIOR HEAD TO SEAL (REQ'D �0. dR K'AT SILL ONLY) . MIN. 2X4 P.T, BUCK TQC! QCK WITH SPACER SECTION & BUCK ATTACHMENT FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS r - SCALE 1/2 FULL 3 BY OTHERS (MAY BE (HEAD SECTION SHOWN, SIDES AND SILL SIMILAR) OECIONAL DIRECT MOUNT DETAIL TAPERED) TO ®LOCA WITH SHIM FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS 8, MULLION REINFORCEMENT (HEAD SECTION SHOWN. SIDES AND SILL SIMILAR) .4. JA (0.75' X 1.75' X 0.125" TRANSITION JAMB 6063-T5 ALUMINUM CHANNEL. ' OR 0.75' X 1.75" 6081-1-6 I, ALUMINUM BAR) AS REQUIRED. 11/16" LG. GLASS AS REQUIRED MULLION ADDITIONAL SHEAR SEE SHEET 3 FOR MULLION BY ASTM E1300 -(]p TO NEST J08 SCREWS WHERE SHOWN`. REQUIREMENTS. REQUIRED WINDOW PRESSURES A'FRAMEHORT MULLION ENDS, SEE REQUIREMENTS TABLE" EXTERIOR 11/2 MIN. BITE OSWAR SCREW N SHEET I OR 4 -in REQUIREMENTS. r r • •• ,ear; .v P. SECTION T '1 GLAZING DETAIL ; SCALE 1/2 FULL J ATIVE PANEL BOTTOM RAIL SHOWN: OTHER RAILS & SIRES SIMILAR NOT TO SCALE 2"m NO. 2 - 3 ME 7 Florida Building Code Online Product Approval USER: Public User Page 1 of 3 Product Approval Menu > Product or Application Search > Application List > Application Detail � Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL6431 New 2004 Approved N Pella Corporation 102 Main St. Pella, IA 50219 (641) 621-1000 jahayden@pella.com Joseph Hayden jahayden@pella.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Standard ANSI/AAMA/NWWDA 101/I.S.2-97 http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvOwXzQwHou9LnpK6... 4/13/2006 r iunua rnunuuig uuuc vnivac Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ISummary of Products ASTM E1300-02 Method 1 Option A 03/04/2006 03/04/2006 03/08/2006 03/22/2006 i rage of .s t FL # Modei, Number or Name IlDescription 6431.1 Series/Model 10 (411-H-808.11) Vinyl Single Hun Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: H -R35 (48in x 72in). Configurations of glass conform to ASTM E1300-02. Certification Agency Certificai FL6431 RO C CAC CCL for Pell Installation Instructions FL6431 RO II Thermastar by P. Construction Installation Instruct Verified By: Window and Door M Association 6431.2 Series/Model 10 (411-H-808.13) Vinyi Single Hur, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: H -R40 (36in x 72in). Configurations of glass conform to ASTM E1300-02. Certification Agency Certificai FL6431 RO C CAC CCL for Pell Installation Instructions FL6431 RO II Thermastar by P. Construction Installation Instruct Verified By: Window and Door M Association 6431.3 -Series/Model 10 (411-H-808.09) Vinyl Single Hun Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: H -R35 (48in x 84in). Configurations of glass conform to ASTM E1300-02. Certification Agency Certificai FL6431 RO C CAC CCL for Pell Installation Instructions FL6431 RO II Thermastar by P• Construction Installation Instruct Verified By: Window and Door M Association 6431.4 Series/Model 10 (411-H-808.07) Vinyl Single Hun Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: H -R40 (48in x 84in). Configurations of glass conform to ASTM E1300-02. Certification Agency Certificai FL6431 RO C CAC CCL for Pell. Installation Instructions FL6431 RO II Thermastar by P. Construction Installation Instruct Verified By: Window and Door M Association http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvOwXzQwHou9LnpK6... 4/13/2006 I Florida Building Code Online Page 3 of 3 16431.5 ILSeries/Model 10 II(411-H-808.05) Vinyl Single Hun Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: H -R35 (36in x 60in). Configurations of glass conform to ASTM E1300-02. Certification Agency Certificai FL6431 RO C CAC CCL for Pelf Installation Instructions FL6431 RO II Thermastar by P� Construction Installation Instruct Verified By: Window and Door M Association 6431.6+-Series/Model 10(411-H-807.00) Vinyl Single Hun Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: H-1150 (42in x 72in). Configurations of glass conform to ASTM E1300-02. Certification Agency Certificai FL6431 RO C CAC CCL for Pell, Installation Instructions FL6431 RO II Thermastar by P. Construction Installation Instruct Verified By: Window and Door M Association 6431.7 Series/Model 10 (411-H-808.01) Vinyl Single Hun Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: H -R25 (48in x 72in). Configurations of glass conform to ASTM E1300-02. Certification Agency Certificai FL6431 RO C CAC CCL for Pell. Installation Instructions FL6431 RO II Thermastar by P. Construction Installation Instruct Verified By: Window and Door M Association 6431.8 -Series/Model 10 (411-H-808.15) Vinyl Single Hun Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Other: H -R35 (36in x 72in). Configurations of glass conform to ASTM E1300-02. Certification Agency Certificai FL6431 RO C CAC CCL for Pelf Installation Instructions FL6431 RO II Thermastar by P. Construction Installation Instruct Verified By: Window and Door M Association Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: eCMmck http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvOwXzQwHou9LnpK6... 4/13/2006